利用结构监测数据加强加拿大桥梁承载力评估

IF 1.5 Q3 ENGINEERING, CIVIL
A. Mufti, B. Bakht, A. Horosko
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引用次数: 0

摘要

加拿大公路桥梁设计规范采用目标可靠度指标的概念来评价既有桥梁的承载能力。该指数基于对人类生命的风险,与桥梁固有的三个方面的不确定性有关:元件行为、系统行为和检查水平。假设所有的桥梁检查都是人工的。本文以许多仪表桥梁的测试实例为例,提出了另一种检测方法,即利用电子仪器和受控车辆荷载下的测试。本文建议对规范的条款进行简单的补充,这些条款可用于确定现有桥梁在结构监测信息可用的情况下的最佳承载能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Enhancing capacity evaluation of Canadian bridges with structural monitoring data
The Canadian Highway Bridge Design Code uses the concept of a target reliability index for evaluating the load-carrying capacity of existing bridges. This index, which is based on risk to human life, is related to three aspects of uncertainties inherent in a bridge: element behaviour, system behaviour and inspection level. It is assumed that all bridge inspections are manual. Citing examples of tests on many instrumented bridges, the paper proposes another level of inspection, which is done with the help of electronic instruments and tests under controlled vehicle loads. The paper proposes simple additions to the clauses of the Code, which can be used to determine the optimum load-carrying capacities of existing bridges where structural monitoring information is available.
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CiteScore
3.00
自引率
10.00%
发文量
48
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